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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.7 CrAccepted-AOC CHAS ROAD JAINA MORE JARIDIH BOKARO JHARKHAND | BOKARO | JHARKHAND | 825102 | ₹4.7 Cr | L1 | Accepted-AOC L1 Letter No. 449(S)WE Date-06.02.2026 |
| 2 | L2₹4.8 Cr+₹6.1 L (1.30%)Rejected-Finance | ₹4.8 Cr+₹6.1 L (1.30%) | L2 | Rejected-Finance L2 Letter No. 449(S)WE Date-06.02.2026 |
| 3 | L3₹5.3 Cr+₹57.5 L (12.2%)Rejected-Finance | ₹5.3 Cr+₹57.5 L (12.2%) | L3 | Rejected-Finance L3 Letter No. 449(S)WE Date-06.02.2026 |
| 4 | L4₹5.5 Cr+₹73.9 L (15.6%)Rejected-Finance BOKARO | BOKARO | JHARKHAND | 825102 | ₹5.5 Cr+₹73.9 L (15.6%) | L4 | Rejected-Finance L4 Letter No. 449(S)WE Date-06.02.2026 |
| 5 | L5₹5.9 Cr+₹1.1 Cr (24.2%)Rejected-Finance AASHIYANA GARDEN PHASE 4 CHIRA CHAS BOKARO JHARKHAND | BOKARO | BOKARO | JHARKHAND | ₹5.9 Cr+₹1.1 Cr (24.2%) | L5 | Rejected-Finance L5 Letter No. 449(S)WE Date-06.02.2026 |
| Sl No | Description | Qty | Unit | M/S R K BROTHERS L4 | M/S SARVODAYA CONSTRUCTION L5 | BINOD KUMAR SINGH L6 | M/S AJAY SINGH L1 | Suraj Lal Singh L2 | RAMESHWARAM CONSTRUCTION L3 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.), ii)By Manual Means. A)In area of light jungle | 1.8 | HECT | 68,764.11 ₹1,23,775.4 | 89,000 ₹1,60,200 | 89,900 ₹1,61,820 | 45,000 ₹81,000 Lowest | 75,224.57 ₹1,35,404.23 | 60,000 ₹1,08,000 |
| 2.00 | Dismantling of flexible pavements and disposal of dismantled materials upto a leadof 1000 metres, stacking serviceable and unserviceable materials separately.By mechanical means Bituminous courses. | 10.8 | M3 | 205.35 ₹2,217.78 | 250 ₹2,700 | 240 ₹2,592 | 150 ₹1,620 Lowest | 198.9 ₹2,148.12 | 150 ₹1,620 Lowest |
| 3.00 | Dismantling of flexible pavements and disposal of dismantled materials upto a leadof 1000 metres, stacking serviceable and unserviceable materials separately.By mechanical means Granuglar courses. | 90 | M3 | 33.3 ₹2,997 | 45 ₹4,050 | 39 ₹3,510 | 30 ₹2,700 Lowest | 32.3 ₹2,907 | 130 ₹11,700 |
| 4.00 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.Rate per cum for grading-V Material | 137.25 | M3 | 2,025.75 ₹2,78,034.19 | 2,081.54 ₹2,85,691.36 | 2,300 ₹3,15,675 | 1,700 ₹2,33,325 Lowest | 1,711.25 ₹2,34,869.61 | 2,900 ₹3,98,025 |
| 5.00 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | 340.88 | M3 | 2,328.78 ₹7,93,834.53 | 2,150 ₹7,32,892 | 2,200 ₹7,49,936 | 1,750 ₹5,96,540 Lowest | 1,936.81 ₹6,60,219.79 | 3,100 ₹10,56,728 |
| 6.00 | Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. | 1,363.5 | M2 | 72.15 ₹98,376.53 | 88 ₹1,19,988 | 90 ₹1,22,715 | 70 ₹95,445 | 68.56 ₹93,482.92 Lowest | 69 ₹94,081.5 |
| 7.00 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared Granular surface cleaned with mechanical broom. | 1,363.5 | M2 | 14.43 ₹19,675.31 | 17 ₹23,179.5 | 19.5 ₹26,588.25 | 13 ₹17,725.5 | 13.37 ₹18,229.99 | 11 ₹14,998.5 Lowest |
| 8.00 | Tack Coat on Bituminous surfaces
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. | 57,391.63 | M2 | 11.82 ₹6,78,455.15 | 14 ₹8,03,482.82 | 18.2 ₹10,44,527.67 | 13 ₹7,46,091.19 | 10.79 ₹6,19,255.69 | 10 ₹5,73,916.3 Lowest |
| 9.00 | Dense graded Bituminous Macadam Grading-II With VG-30 Bulk Bitumen
Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @4.5 percent by weight of total mix and filler, transporting the hot mix to work site laying with a hydrostatic paver finisher with sensor control to the required grade level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause no. 505 complete in all respects with VG-30 Bulk Bitumen. | 1,489.63 | M3 | 9,102 ₹1,35,58,612.26 | 8,990 ₹1,33,91,773.7 | 9,500 ₹1,41,51,485 | 7,800 ₹1,16,19,114 Lowest | 7,824.45 ₹1,16,55,535.45 | 9,000 ₹1,34,06,670 |
| 10.00 | Bituminous concrete Grading- II With VG-30 Bulk Bitumen
Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @5.4 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment , rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause no. 507 complete in all respects with VG-30 Bulk Bitumen. | 868.68 | M3 | 10,545 ₹91,60,230.6 | 10,800 ₹93,81,744 | 11,200 ₹97,29,216 | 8,500 ₹73,83,780 Lowest | 8,899.98 ₹77,31,234.63 | 10,000 ₹86,86,800 |
Tender Value
₹5.6 Cr
EMD Value
₹5.6 L
Closing Date
5 Dec 2025, 12:00 pmClosed
Executive Engineer, RCD, Road Division, Bokaro
Executive Engineer, RCD, Road Division, Bokaro
IRQP work of Jaridih Link Road (Total Length 7.35 Km) for the year 2025-26 under Road Division, Bokaro
2025_CECOM_106526_1
RCD/ BOKARO/ 1540/F.Y. 2025-26
Open Tender
Civil Works
Item Rate
90 days
Jaridih Link Road
Please refer Tender documents.
3 documents required · 3 mandatory
₹10,000
₹5.6 L
18 May 2026
13 Nov 2025
8 Dec 2025
13 Nov 2025
5 Dec 2025
13 Nov 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.), ii)By Manual Means. A)In area of light jungle | - | HECT | - | - |
| 2 | Dismantling of flexible pavements and disposal of dismantled materials upto a leadof 1000 metres, stacking serviceable and unserviceable materials separately.By mechanical means Bituminous courses. | - | M3 | - | - |
| 3 | Dismantling of flexible pavements and disposal of dismantled materials upto a leadof 1000 metres, stacking serviceable and unserviceable materials separately.By mechanical means Granuglar courses. | - | M3 | - | - |
| 4 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.Rate per cum for grading-V Material | - | M3 | - | - |
| 5 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | 1 | M3 | - | - |
| 6 | Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. | - | M2 | - | - |
| 7 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared Granular surface cleaned with mechanical broom. | - | M2 | - | - |
| 8 | Tack Coat on Bituminous surfaces
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. | 1 | M2 | - | - |
| 9 | Dense graded Bituminous Macadam Grading-II With VG-30 Bulk Bitumen
Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @4.5 percent by weight of total mix and filler, transporting the hot mix to work site laying with a hydrostatic paver finisher with sensor control to the required grade level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause no. 505 complete in all respects with VG-30 Bulk Bitumen. | - | M3 | - | - |
| 10 | Bituminous concrete Grading- II With VG-30 Bulk Bitumen
Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @5.4 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment , rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause no. 507 complete in all respects with VG-30 Bulk Bitumen. | 1 | M3 | - | - |
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